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CROSSTOWN SR618 EB over MACDILL & BAY TO BAY BLV

Map 

Coordinates:
+27.91944, -82.49278
27°55'10" N, 82°29'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CROSSTOWN SR618 EB over MACDILL & BAY TO BAY BLV
Structure number:100315
Location:1.9MI N OF GANDY BLVD.
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Tolls:Yes, on toll road [2]
Length of largest span:139.1 ft. [42.4 m]
Total length:809.4 ft. [246.7 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:39.7 ft. [12.1 m]
Vertical clearance below bridge:19.4 ft. [5.9 m]
Skew angle:99°
Owner:State Toll Authority [31]
Year built:1976
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: July 2015 

Status:Open, no restriction [A]
Average daily traffic:14,250 [as of 2015]
Truck traffic:9% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:60.4 tons [54.9 metric tons]
Inventory rating:36.1 tons [32.8 metric tons]
Sufficiency rating:98.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201598.3Not deficientGoodGoodGood14250
July 201398.3Not deficientGoodGoodGood14250
July 201198.4Not deficientGoodGoodGood12500
July 200995.5Not deficientGoodGoodGood12000
August 200790.7Not deficientGoodGoodGood7000
August 200590.4Not deficientGoodGoodGood13000
August 200390.5Not deficientGoodGoodGood11500
March 200390.5Not deficientGoodGoodGood11500
March 200186.3Not deficientGoodGoodGood14970
April 199991.3Not deficientGoodGoodGood14970
April 199792.4Not deficientGoodGoodGood14970
April 199584.9Functionally obsoleteGoodVery GoodVery Good14970
April 199388.0Functionally obsoleteVery GoodVery GoodVery Good12234
May 199188.0Functionally obsoleteVery GoodVery GoodVery Good12234